Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts

Nearshore nourishments are constructed for shoreline protection from waves, to provide sediment nourishment to the beach profile, and to beneficially use dredged sediment from navigation channel maintenance. However, it is poorly understood how placement morphology and depth influence nearshore proc...

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Autores principales: Cody L. Johnson, Brian C. McFall, Douglas R. Krafft, Mitchell E. Brown
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Lenguaje:EN
Publicado: MDPI AG 2021
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Acceso en línea:https://doaj.org/article/0b69a4dea765426092571933dd2485c1
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spelling oai:doaj.org-article:0b69a4dea765426092571933dd2485c12021-11-25T18:03:58ZSediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts10.3390/jmse91111822077-1312https://doaj.org/article/0b69a4dea765426092571933dd2485c12021-10-01T00:00:00Zhttps://www.mdpi.com/2077-1312/9/11/1182https://doaj.org/toc/2077-1312Nearshore nourishments are constructed for shoreline protection from waves, to provide sediment nourishment to the beach profile, and to beneficially use dredged sediment from navigation channel maintenance. However, it is poorly understood how placement morphology and depth influence nearshore processes operated on wave-dominated coasts. This study investigates the wave fields, sediment transport, and morphological response to three common nearshore nourishment shapes, nearshore berm (elongated bar), undulated nearshore berm, and small discrete mounds, with numerical experiments utilizing the Coastal Modeling System. The nourishments are placed in depths between 3 m and 7 m with a volume of approximately 100,000 m<sup>3</sup> and between 400 m and 1000 m in alongshore length. Numerical experiments are carried out in three distinct coastal settings with representative wave climates and geomorphology. Simulation results indicate that shallower, more continuous berms attenuate the most wave energy, while deeper, more diffuse placements retain more sediment. Results from this study improve the understanding of nearshore nourishment shapes and can support decision makers identifying the most appropriate construction technique for future nearshore nourishment projects.Cody L. JohnsonBrian C. McFallDouglas R. KrafftMitchell E. BrownMDPI AGarticlenearshore nourishmentwave dissipationnearshore sediment transportcoastal hydrodynamic modelingNaval architecture. Shipbuilding. Marine engineeringVM1-989OceanographyGC1-1581ENJournal of Marine Science and Engineering, Vol 9, Iss 1182, p 1182 (2021)
institution DOAJ
collection DOAJ
language EN
topic nearshore nourishment
wave dissipation
nearshore sediment transport
coastal hydrodynamic modeling
Naval architecture. Shipbuilding. Marine engineering
VM1-989
Oceanography
GC1-1581
spellingShingle nearshore nourishment
wave dissipation
nearshore sediment transport
coastal hydrodynamic modeling
Naval architecture. Shipbuilding. Marine engineering
VM1-989
Oceanography
GC1-1581
Cody L. Johnson
Brian C. McFall
Douglas R. Krafft
Mitchell E. Brown
Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts
description Nearshore nourishments are constructed for shoreline protection from waves, to provide sediment nourishment to the beach profile, and to beneficially use dredged sediment from navigation channel maintenance. However, it is poorly understood how placement morphology and depth influence nearshore processes operated on wave-dominated coasts. This study investigates the wave fields, sediment transport, and morphological response to three common nearshore nourishment shapes, nearshore berm (elongated bar), undulated nearshore berm, and small discrete mounds, with numerical experiments utilizing the Coastal Modeling System. The nourishments are placed in depths between 3 m and 7 m with a volume of approximately 100,000 m<sup>3</sup> and between 400 m and 1000 m in alongshore length. Numerical experiments are carried out in three distinct coastal settings with representative wave climates and geomorphology. Simulation results indicate that shallower, more continuous berms attenuate the most wave energy, while deeper, more diffuse placements retain more sediment. Results from this study improve the understanding of nearshore nourishment shapes and can support decision makers identifying the most appropriate construction technique for future nearshore nourishment projects.
format article
author Cody L. Johnson
Brian C. McFall
Douglas R. Krafft
Mitchell E. Brown
author_facet Cody L. Johnson
Brian C. McFall
Douglas R. Krafft
Mitchell E. Brown
author_sort Cody L. Johnson
title Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts
title_short Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts
title_full Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts
title_fullStr Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts
title_full_unstemmed Sediment Transport and Morphological Response to Nearshore Nourishment Projects on Wave-Dominated Coasts
title_sort sediment transport and morphological response to nearshore nourishment projects on wave-dominated coasts
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/0b69a4dea765426092571933dd2485c1
work_keys_str_mv AT codyljohnson sedimenttransportandmorphologicalresponsetonearshorenourishmentprojectsonwavedominatedcoasts
AT briancmcfall sedimenttransportandmorphologicalresponsetonearshorenourishmentprojectsonwavedominatedcoasts
AT douglasrkrafft sedimenttransportandmorphologicalresponsetonearshorenourishmentprojectsonwavedominatedcoasts
AT mitchellebrown sedimenttransportandmorphologicalresponsetonearshorenourishmentprojectsonwavedominatedcoasts
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